384 Aquatic Dr RES19-0215 Windows/Siding PERMIT NUMBER
RESIDENTIAL PERMIT
RES19-0215
CITY OF ATLANTIC BEACH
ISSUED: 7/15/2019
800 SEMINOLE ROAD
ATLANTIC BEACH. FL 32233 EXPIRES: 1/11/2020
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
384 AQUATIC DR RESIDENTIAL ALTERATION WINDOWS AND SIDING $2000.00
RESIDENTIAL
TYPE OF REALESTATE BUILDING USE
ZONING: SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
"'m
1718185128 AQUATIC GARDENS
COMPANY: ADDRESS: CITY: STATE: ZIP:
F B ANDREWS 6245 OGDEN ROAD JACKSONVILLE FL 32216
CONTRACTING LLC
OWNER: ADDRESS: CITY: STATE: ZIP:
LARSON DIANE L S140 ORTEGA BLVD JACKSONVILLE FL 32210-8306
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $65.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $32.S01
STATE DBPR SURCHARGE 4S5-0000-208-0700 0 $4.09
STATE DCA SURCHARGE 4S5-0000-208-0600 0 $2.73
WORK WITHOUT PERMIT 455-0000-322-1000 0 $17S.00
Issued Date: 7/15/2019 1 of 2
r
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
R E_S 1
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
9' E-mail: building-dept@coab.us L Date routed:
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: SPA Ar:w1ccito- ment r view required Yes -No
Bu
Applicant: Planning &Zoning
Tree Administrator
C� Public Works
Project: Public Utilities
Public Safety
Fire Services
Review fee Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Kp*,P-r o v e d. [:]Denied. [:]Not applicable
(Circle one.) Comments:
(!5 3D �l
PLANNING &ZONING Reviewed by: Date:—7
4
TREE ADMIN. Second Review: FlApproved as revised. FDeniec V E]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ElApproved as revised. ElDenied. F]Not applicable
Comments:
Reviewed by: Date:
Revised 05/1912017
QFFIG� Wr, U,Iated 10191111
Building Permit Application
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
0 3,D,'�,3,3
Job Address:--2214 A2two—+r C- br I, I Permit Number: R
Legal Description �—)x A; b i4 A A
RE#/-7/ /9'- 5,/c-;Ir
Valuation of Work(Replacement Cost)$ Z-4 Heated/Cooled SF Non-Heated/Cooled
• ClassofWork: E]New ElAddition OAlteration'kRepair ElMove DDemo E]Pool XWindow/Door
• Use of existing/proposed structure(s): ElCommercial Xpesidential
• If an existing structure,is a fire sprinkler system installed?: EIYes 'XNo
• Will tree(s)be removed in association with proposed promect? E]Yes(must submit separate Tree Removal Permit) 'S?No
Describe in detail the type of work to be performed: '7 ek-c--f-
F
Florida Product Approval# for multiple products use product approval form
PropertV Owner Information
Name ,DI 'I on ne Lou-,c)
Address ctevtzoorj Avv.s
city ryl U'l I I,?_ State t� Zip Phon- qo(
— e
E-Mail rl / CL r.,) U xi CILD M, n e r v oL. ry-),,cl C' n rn ry-i. c,p
Owner or Agent(If Agent, Power;f Attorney or Agency Letter Required)
Contractor Information I
N a m e o f C c,m p a n y lifying Agent Vwz.>
Address City J,,:iir-)6 State Zip
%41
Office Phone cl�4 - JobSiteCCrtJt tNum6er
State Certification/AegiAratign T,&', (-1A4Ujk2, E-Mail r- FIN-
Architect Name& Phone# Lul
As.
Engineer's Name&Phone# W
Workers Compensation Insurer OR Exempt Expiration Date
Application is hereby made to obtain a permit to do the work and installations as ir Pd. I certify that no work or installa
SZ
0
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regullEnfij —
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIG05 LU
00
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirementQfoi%3 (3 a
permit,there may be additional restrictions applicable to this property that may be found in the public records of this count am < a
there may be additional permits required from other governmental entities such as water management districts,state agenjos8r CC Z, 1�,
federal agencies. u ILL
cc
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance witul
mr. W
applicable laws regulating construction and zoning. U. LL RE 2
0 W W
in CL cc M
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAT � uj 5 a
0
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTiNu CUDJ W LU
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORA 'ATTORNEYBEFORE >
W
RECO I;E
,��G YOUR NOT ' Of_�COMMENCEMENT.
L
(Signature of Owner or Agent) (gig'natur—eof Contractor)
Signed and sworii to(or affirmKI)before me th; ay Sigr)f and swor to or affir hie day of
day
by by L-14
tu�a
SCNL ALLEN L POUCHER
S
BERG Notary Pub!ic-State of
E ASETH Florida
--giate of Florida Commission#GG 264094
,/Personally Known OR -Notary"lic, [ I Personally Kn 13' my Comm.Expires Oct 1,2022
]Produced Identification MY Comm.Expires 06/1421 [ ] Produced Ide i fi c,a I.. ,
Type of Identification:_ Commission No.613106811 Type of Identific n- nded through National Notary Assn.
/ 't
NOTICE OF COMMENCEMENT 71 c?
Tax Folio No.
State of
County of a, y aj
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713
of the Florida Statutes,the following information'is stated in th' ICE OF COMMENCEMENT.
Legal Description of property being improved: 4 11,
Address of property being improved: o dqo-b a 1, , 3
't
General description of improvemen s: Uj Oi t;Ztj�A.AC"E�
t
Owner:'2�Q,nyl,e Address: 144.m —7c—c-46nuldli
Owner's interest in site of the impt
Fee Simple Titleholder(if other than owner):
Name:
Contractor: li.
Address: 7-1)tv k:5�- Re
Telephone No.4, Fax No:
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Doc#2019155994,OR BK 18852 Page 81,
Name and address of any person making a loan for the construction of the improvements Number Pages: 1
Recorded 07/03/2019 02:43 PM,
Name: RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL
Address: COUNTY
RECORDING $10.00
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may
be served:Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORIDER'S USE ONLY OWNER
Signed�—�211� Date:
Before me this ?,<,�C day of n the�ounty of Duval,Staie
EUZABETH SCHLOSSBERG Of Florida,has personally appeared �m-r,et e- --*4qu-,5e)n
Notary Public,State of Florida Notary Public at Large,State of Florida,County of Duv
My Comm.Expires 06/12/21 My commission exp.W:
Commission No.GG106811 Personally Known: A or
Produced Identification:
-----------------j
FULL FRAME REPLACEMENT WITH NAIL FIN
INSTALLATION OF NEW NAIL FIN WINDOWS AFTER THE REMOVAL OF EXISTING WINDOWS AND THE
SURROUNDING TRIM OR SIDING
fW1w fin
OFFICE COPY 0�77
R.N
P, -g
I�Ih g P�12 AiisM.9
Ch-k-,
PREPARE THE OPENING 2SETTING AND FASTENING THE WINDOW
Refer to the existing frame removal instruction and nail A. Insert the window into the opening on the sill
fin installation preparation sections at the beginning of spacers.Center the window between jambs.
this booklet. 1 C B. Drive two fasteners,one near each end of the top
A. Repair the wall surface around the opening(if nailing fin.See the nail fin anchor instructions
a
necessary)by installing new blocking flush with the ;J at the end of this booklet for fastener
surface of the existing sheathing and/or repairing
requirements.
the existing building wrap with flashing tape. C. Plumb and square the window B
B. Cut 2 pieces of flashing tape 12"longer than 1D using shims at the locations shown.
opening width. Adjust shims to plumb and square
C. Apply sill flashing tape#1 extending far enough the window.Keep shims 112"short of
onto the wall surface to overlap the building wrap 1 window frame depth.
or onto the top edge of the siding and 6"up each 1 E NOTE:DO NOT shim above the window Additional shims are required
jamb. at screw locations
for large units and Inteno, InteriorView
D. Cut 1"wide tabs at each corner by tearing the foil
combinations.See
112"each way from corner.
E. Apply sill flashing tape#2 overlapping tape#1 by the nail fin anchor
1"minimum. instructions at the end
of this booklet.
If existing building wrap is folded into the opening Mid
at the jambs,skip to step 1 H. D. Check the window Mid
F. Cut 2 pieces of flashing tape.Make one equal to placement by
the height of each side of the opening. measuring from the
interior surface of
G. Apply one piece on each jamb starting 1"from the window frame or
the exterior.of the framing,over the edge of the jamb extension to the over 53'tal�l
sheathing and onto the surface of the sheathing.. interior surface of the wall for consistency.
NOTE:PRESS ALL FLASHING TAPE DOWN FIRMLY If the dimensions are not Interior
H. Install and level sill shims.Place 1"wide x 1/4"to equal,confirm the fins
are folded fully to 90'(if 2D 2C
3/8"thick shims 112"from each side. All
Keep shims back from interior face of applicable). /6
F]
window.Place additional shims under E. Drive two fasteners one near
each mullion and sliding window B each end of the sill nailing
interlocker. fi n.
For vinyl windows,add shims so F Check window operation.
maximum spacing is 18". Vent awning and casement:See lock lever AJ
1. Attach shims to prevent movement and cran k handle instructions at the end of this
after they are level. instruction.Lift the lock lever and turn the crank
handle to open the window.Remove the shipping
NOTE:Improper placement of shims may result in spacers.Open and close the window to test for
bowing the bottom of the window proper operation.
J- Apply a continuous,3/8"tall bead of sealant 112" Double Hung:Cut the checkrail bands(if applicable)and remove
from the edge of the opening at the sides and top shipping spacers.Open,close and tilt the sashes to test for proper
only.Do NOT apply sealant at the sill.This step operation.Check for equal sash to frame reveal from top to bottom.
may be omitted if there will be at least 3"of wall NOTE:Adjust shims to correct any issues with plumb,square,operation
surface between the edge of the window frame orreveal.
and the siding after installation. G. Close and lock the window.
H. Finish driving fasteners into the nailing fin.Refer to the nail fin anchor
instructions at the end of this booklet.
NF-15 Revised 03/22/2019 0 2019 Pella Corporation FF-NF
FULL FRAME REPLACEMENT WITH NAIL FIN (CONTINUED)
INSTALLATION OF NEW NAIL FIN WINDOWS AFTER THE REMOVAL OF EXISTING WINDOWS AND THE
SURROUNDING TRIM OR SIDING
3SEALING THE TOP AND SIDE NAILING FINS
NOTE.Apply flashing tape 112"onto C. Apply top flashing tape.
frame cladding with fold-up or slide-in Rectangular Units:Cut one piece of
fins.Pre-fold flashing tape at 112"to Flashingz flashing tape to extend 1"past both
assist with application.For siding less Tap side flashing tapes. 3C :
than 112"thick,adjust the placement
of the tape to allow the exterior Curved Top Units:Using several short
sealant to cover the tape edge. pieces,start taping from the sides of
the window working towards the peak.
Cut each piece short enough so each
piece overlaps the previous piece.
Tighter curved frames will require
shorter pieces of tape.
Curved and angle top units without pre-applied fin corners:
A. Cut four 1-1/2"long pieces of flashing tape.
Apply one to each end of sill fin to extend it 1-112"past each jamb.
Apply one to the bottom end of each jamb fin beginning 1-112"from the
end of the fin and lapping over the first piece of flashing tape.
If there is less than 3'between the window frame and the siding,skip to
step 3C.
NOTE:DO NOT TAPE OVER BOTTOM NAILING FIN.
NOTE:PRESS ALL FLASHING TAPE DOWN FIRMLY
D_ Install head flashing if none exists,properly incorporating it with the
2�d siding and building wrap according to applicable code requirements.
E. Install blocking forframe expander support or solid trim at this time,if
I applicable.
F. Install interior sealant.Refer to the interior sealant instructions at the end
of this booklet.
G. Install exterior sealant.Refer to the exterior sealant instructions at the end
of this booklet.
H. Install frame expander and receptor(if applicable).See separate
B. Apply straight side flashing tape.Cut two instructions.
pieces of flashing tape 4"taller than straight 3B 3 H 3 H
sides.Apply tape over the fin and onto
weather resistive barrier.Extend tape 2"
above and below straight sides.
_G�
Angle top units:On the short side,do not
allow the side tape to extend higher than
what the top tape will cover. Lig
NF-16 Revised 03/22/2019 C 2019 Pella Corporation I I 2�1
�FA NAIL FIN WINDOW ANCHOR INSTRUCTIONS
Note:Standard performance only.Additional anchoring may be required for performance upgrade,impact resistant products or to comply with local
building code requirements.
PLACE FASTENERS AT THE LOCATIONS INDICATED.
250 SERIES
E
E
s HP Nail Fin Frame
with Frame Filler
Single-,Ciouble-Hung Sliding Window X0 OX
S E E E Aflachmentdp
Clip Installation for Mullions SW Vent TracK SW Pocket Filler
a Drill(2)5/32"holes and install
F 1 -1 (2)#10 x 1-1/2"screws per clip.
®r )
_F Plug 0 0
Sliding Window XGX I
Seff-adhesive spacer Pocket Cover Removal
Casement HP Frame Filler
ENCOMPASS BY PELLA*/THERMASTAR BY PELLAO/PELLA' 250 SERIES AND PELLAO 350 SERIES WINDOWS
PG Max Frame Max Frame Edge Max. AnchorType
Product Rating Width Height Spacing Intermediate Anchor Cluster
(inches) (inches) (E) Spacing(s) Wood
Every Other Pre-Punched 2"11 Ga.Roofing Nail Additional nails at 3"and 6"on both sides of
the transition mullion at head and sill.
Encompass and High Performance DH:(3)#10 x 2'jamb
ThermaStar frame screws,4'apart at checkrails.Use(4)
Windows so Any Any Every Pre-Punched Hole #8 x 2"Screw with Washer #10 x 2"screws at head mullion ends and
4 clips at sill mullion ends 3"and 6"from
i mullion.
Windows/CM Every Other Pre-Punched
/AW <50 Any Any Hole 1.5"11 Ga.Roofing Nail High Performance DH:(3)#8 x 2"jamb frame
screws,4*apart at checkrails.
SH/SW/FX 50 Any Any Every Pre-Punched Hole 1.5"11 Ga.Roofing Nail
U,
Of
W DH 50 Any Any Every Pre-Punched Hole #10 x 2'Screw with Washer —3 jamb frame screws,4"apart at Checkrails.
U0
a CM/AW 50 Any Any Every Pre-Punched Hole #10 x 2*Screw with Washer None
LO
CN Combinations <35 Any Any Fvery Other Pre-Punched #8 x 2"Screw with Washer (6)#8 x 2'screws at head mullion ends
Hole spaced 2"apart OR(4)#10 x 2"screws in
Combinations >35 Any Any Every Pre-Punched Hole #8 x 2"Screw with Washer each end anchor.
30 40" 63" 6" 81 1.5"11 Ga.Roofing Nail None
SH and DH 40 40" 63" 6" 8. 1.5"11 Ga.Roofing Nail 5 nails,2'apart at Checkrails
+40/-60 Any Any 6" 8" 1.5"11 Ga.Roofing Nail 5 nails,2"apart at Checkrails
and Mullion Ends
2-Panel 30 76" 48" 6" 8" 1.5"11 Ga.Roofing Nail None
in Sliding 40 76" 62" 6' 8" 1.5"11 Ga.Roofing Nail 5 nails,2 inches apart Meeting Stiles
X Windows 140/-60 76" 72" 6- 8" #10 x 2"Screw with Washer 3 Screws,2"apart at Meeting Stiles
UJI
Ln
0 3-Panel 30 123" 48* 6* 8" 1.5"11 Ga.Roofing Nail None
Ln 8.
Sliding 40 123" 62" 6* 1.5"11 Ga.Roofing Nail 5 nails,2"apart at Meeting Stiles
Windows All Other Any Any 6" 8. #10 x 2"Screw with Washer 5 Screws,2.apart at Meeting Stiles
CM/AW/FX 40 Any Any 6" 81, 1.5"11 Ga.Roofing Nail None
60 Any Any 4" 4" 1.5"11 Ga.Roofing Nail None
FX
Composites All Any Any 4" 4" 1.5"11 Ga.Roofing Nail 5 nails,2"apart at Mullion Err ds
IMPORTANT.For installations over continuous exterior insulation,the anchor length must be increased by the thickness of the insulating panels
For light gauge steel framing,use#10 self-drilling modified truss head screws. Refer to the supplemental instruction included with the unit for securing mullion end
� High Performance Frame Fillers are required at each jamb anchor location. anchors(if applicable).
NOTE:Do not over-drive fasteners,but allow for movement of building materials. When screws are used in the Nail-Fin,a 1'fender washer is required at each screw
anchor location.
NF-17 Revised 03/22/2019 Q 2019 Pella Corporation FF_NF
�Pi& NAIL FIN WINDOW ANCHOR INSTRUCTIONS (CONTINUED)
Note:Standard performance only.Additional anchoring maybe required for performance upgrade,impact resistant products or to comply with local
building code requirements.
PELLA@ IMPERVIA,ARCHITECT SERIES*(850)AND PELLA@ LIFESTYLE SERIES NAIL FIN ANCHOR SPACING INSTRUCTIONS
PG Max Max Edge Max. AnchorType
Product Rating Frame Frame Spacing Intermediate Frame Anchors
Width Height (E) Spacing(S) Wood
(inches) (inches)
Impervia Windows All Any Any 3" 71, 2"11 Ga.Roofing Nail None
All 73" 73" Every Pre-Punched 2"11 Ga.Roofing Nail None
Architect Series&Lifestyle Series I #10 x 3-1/2'Screws at 1/3
Clad Wood CM,AW or FX Windows All >73" >73" Every Pre-Punched Hole 2"11 Ga.Roofing Nail points along head and iambs
Architect Series&Lifestyle Series
All Any Any Every Pre-Punched Hole 2"11 Ga.Roofing Nail None
SH or DH Windows
Monumental DH All <54 <96 Every Pre-Punched Ho 1-112"11 Ga.Roofing Nail Refer to the next page for
le
units larger than 54 x 96
Clad Wood Curved Shape Windows
with Flexible Fin (2)#6 x 5/8"holding each
or Wide EncluraClad Exterior trim All Any Any 6" 16"'* (2)#6 x 1-112"screw.-per clip clip** to the window frame
with narrow fin.
Clad Wood Curved Windows with
Rigid Fin All Any Any 6' 12" 2"11 Ga.Roofing N il None
IMPORTANT.For installations over continuous exterior insulation,the anchor length must be increased by the thickness of the insulating panels.
For light gauge steel framing,use#10 self-drilling modified truss Refer to the supplemental instruction included with the unit for securing
head screws. mullion end anchors(if applicable).
Refer to the Pellal'EnduraCladO Exterior trim with narrow nailing fin Clad wood direct set windows achieve PG50 up to 60"x 60"with standard
anchoring instructions. anchoring.Larger sizes achieve PG40.Refer to advanced performance/im pact
NOTE:Do not over-drive fasteners in vinyl fins,but allow for movement resistant instructions for other options.
of building materials.
EXAMPLE ANCHOR TYPES
A
Roofing Nail K-Lath/Modified Truss Head Screw
>73"
1/3 1 1/3 1/3 #10 x 3-1/
corrosion r2ls'tant
wood screw
1/3 1/3
cor
r
1
0
w
0
0
'o
0 x 3
n
d s
r
>73" 1/3 1/3
— ] Fixed
Extruded Fin
Drill 1/8" diameter pilot
1/3 1/3 holle throug,In the clearance Drill 1/8"diameter Holes for
Screws not required a-t the sill.- 1 hole in the frame windows with curved rigid fin
Add installation clips orfrarne anchor screws for vent and fixed clad-wood casements over 73"
#6�x 5/8- orrosion
resistant screws
0 6"from end 76
6,5 "corro'ion
es'stan,screws
Lip rr)c?,k
N10
Ch
p
Ins"taILIClips or frame screws for windows with non-structural curved flex fins.
Qri�
N F- 18 Revised 03/22/2019 Q 2019 Pella Corporation FF_NF
�PAUNITS WITH WIDE PELLAx ENDURACLAD" EXTERIOR TRIM WITH NARROW FINS AND NO PRE-
PUNCHED HOLES ANCHOR INSTRUCTIONS AND MONUMENTAL HUNG > S4" X 96"
Note:Standard performance only.Additional anchoring may be required for performance upgrade,impact resistant
products or to comply with local building code requirements.
Units with narrow fins and NO pre-punched holes must be anchored using frame screws or installation clips. EVE" M2 M2
These fins are for flashing purposes only. I
Units installed over continuous exterior insulation must be anchored using installation clips E
PLACE FRAME SCREWS OR CLIPS AT THE LOCATIONS INDICATED
EVERY
s
M2 EVERY M2 M, S
E 5 fM2
E jM, M2 Im
1T T-T
E
JM2
T* EVERY Tr
EVERY EVERY EVERY
s 5 s
_J I
ARCHITECT SERIES (850)AND PELLA� LIFESTYLE SERIES WINDOW ANCHOR SPACING INSTRUCTIONS
Edge Max. First Second Fastener
Intermediate; Mullion Mullion
Product Spacing Special Notes
Spacing 1 Anchor Anchor
(E) (S) (Mi) (M2) Wood
Casement/ 6" #8 x 3"
Awning Finish Screw E�t—w,th n.rrow fin
Forwindows with integrated RoIscreen9 retractable screen,drive
Doubl or 6" 16" 3 6" #8 x 3" jamb screws at each actory pre-punched hole in the jamb liner.
Single-Hung Finish Screw Add fasteners as necessary,driving the head past flush of the
jamb liner.Avoid RoIscreen components in the head and sill.
#8 x 3"
Fixed Frame 6 16" 3" 6" Finish Screw 06
Remove sashes and jamb liners.Drive 1 screw though each .6 x 1-1/2m mm
jamb liner sutport caliNd(top,bottom,checkrail and center of
Monumental DH (h-,!) 16"(head) 3" 6" #8 x 3" each sash). ve 2 itional screws through the frame(or x sm'—w
>54"x 96" Screw ecure clips)3'above and below the checkrail on each iamb. iint--
Drive additional screws throu htheframe(or secure c ips) li-fi—-d
achg
centered between e amb,,ner suppo rt clip. Z
M1 anchor required if design pressure exceeds 20 psf. up
For light gauge steel framing,use#10 self-drilling/self-tapping screws;For concrete or masonry,use 3/16"masonry
screws with 1-1/4"minimum embedment.
1/8" Pilot Hole Locations
Casement/Awning Lifestyle Series Doubie-Hung Architect Series Double-Hung Monumental-Hung
Monumental Hung ja b
liner support clip
Units h
wit
Integrated
RoIscreen
Pry Here Pry off Monumental
Double-Hung jamb liner
Do not install fasteners Not applicable for units with Sill anchors not required.
through operator cutout. Integrated RoIscreen
U,
Clad Frame Head/Jamb/SiN
NF-19 Revised 03/22/2019 0 2019 Pella Corporation FF_NF
fWA INTERIOR AND EXTERIOR SEALANT
Interior Sealant Instructions A
CAUTION:Use low pressure polyurethane window and door insulating foams.Follow the Interio,
directions on the can.Do not use high pressure or latex foams.
A. Insert the nozzle or straw between the rough opening and window frame from the interior.Use a
pliers(if necessary)to compress the end of a straw tube to allow it to fit in tight openings.
B. Place a 1"deep bead of foam approximately 1"from the interior of the frame to allow for A
expansion.DO NOT fill the entire depth of the rough opening cavity.
NOTE:Apply foam between the frame and rough opening,NOTbetweenjamb extensions and
the rough opening.
C. To ensure a continuous interior seal,apply sealant over the interior surface of any shims or clips
interrupting the foam seal.
Backer rod(as necessary)and sealant can be used in place of the low expansion foam to create
the interior seal.However,foam has greater insulating properties.Fiberglass batt or similar
insulation is not recommended as it can absorb water and does not act as an air seal.
NOTE:Use a low odor,paintable sealant such as Pella Window and Door Installation Sealant.
Re-check window operation and remove shipping spacers after foam installation.Excess foam
may be removed with a serrated knife after it cures.
Exterior Sealant Instructions - - - - - - - - - - - - - -
CAUTION:Use a high quality,multi-purpose exterior sealant such as Pella Window and Door Installation
Sealant.Follow the directions on the cartridge. ---
___j
When applying siding,brick veneer,flashing,or other exterior finish materials,leave adequate space —4 1
between the window frame and the material for sealant application.
A
A. Insert backer rod 3/8"deep in the space around the window.Backer rod adds shape and controls the
depth of the sealant line. B
B. Apply a continuous bead of sealant to the entire perimeter of the window.
C. Shape,tool and clean excess sealant.When finished,the sealant should be the shape of an hourglass.
NOTE:The siding details below apply to windows without a J-mould as part of the frame.The J-mould
frame is only intended for vinyl or metal sidings where the siding is extended behind the i-mould
portion of the frame.The J-mould should be removed and replaced with backer rod and sealant with all
other siding or trim types.
BRICK VENEER SIDING SIDING
VVITH TRIM
Backer Rod and Sealant typical Sealant typical
Sealant typical
3/8"Clearance 1/8"Clearance 3/8"Clearance
Access ry
Insulating Accessory Groove f Groove' Accessory Groove
Perimeter Sealant Insulating Insu Perimeter Sealant
Foam must extend to room Foam Foam must extend to room
side of Accessory side of Accessory
Groove. nsu z Groove.
Foam
.1 11/8
—3/
M
Min.
NF-20 Revised 03/22/2019 Q 2019 Pella Corporation FF_NF
M 7
sk
w
WALL CONSTRUCTION OFFICE COPY
Building codes require that walls resist wind pressures caused by the design wind speeds,resist wall-racking forces
and provide weather protection.This section provides details on how wood structural panels can be used to meet these
fundamental requirements.
APA Sturd-l-WaI110
The APA Sturd-l-Wall system consists of APA RATED SIDING(panel or lap)applied direct to studs or over nonstruc-
tural fiberboard,gypsum or rigid foam insulation sheathing*. Nonstructural sheathing is defined as sheathing not
recognized by building codes for meeting both bending and racking strength requirements.
*Where panel siding is applied over foam sheathing,see APA publication ARA Rated Siding Panels ovo RiJd Foam Insulation Sheathing,Form C465.
TABLE 19
FASTENING APA RATED SIDING (PANEL)APPLIED DIRECT-TO-STUDS OR OVER NONSTRUCTURAL
SHEATHING(,)[I)(�)(d)�,)
Minimum NaiV) Panel Nail Spacing Maximum Wind Speed(mph)
Shank Penetration Wall Stud Intermediate Wind Exposure Category
APA Rated Diameter in Framing Spacing Edges(") Supports
Panel Siding (i n.) (i n.) (in.o.c.) (in.o.c.) (in.o.c.) 6 C D
3/8 Perf.rIll.r1ce 16 6 12 110 90 90
Category 1.5 6 140 120 110
APA MDO 12 90 NP NP
GENERAL 24 6 6 130 110 100
APA Rated Siding 0.113 - 12 125 105 90
16 oc 16 6 6 140 120 110
APA Rated Siding 2.0 12 100 85 NP
24 oc 24 6 6 140 120 110
(a)Table is based on wind pressures cti toward and away from (d)Hot-dip galvanized nails are recommended for most siding
building surfaces,at 30-ft height in=?I Zone 5(corners)with applications,see Siding Fasteners section an page 48 for more
smallest effective area,per Section 6.4.2.2 of ASCE 7-05 and information.
Section R301.2 of the 2009 IRC.Stud specific gravity=0.42. (a)Maximum stud spacing shall be in accordance with Table 21A.
(b)Recommendations of siding manufacturer may vary. If) See Table 5,page 14,for nail dimensions.
(c) For use as wood structural panel wall bracing,the minimum (g)Supported panel joints shall occur approximately along the center-
fastener spacing of 6'o.c.at panel edges and 12"o.c.at interme- line of framing with a minimum bearing of 1/2'.Fasteners shall
'diate supports shall be sufficient except: be located 3/8"from panel edges.Siding installed over two or
(1)For braced wall section with Performance Category 3/8 panel more spans.
siding applied horizontally over studs 24"o.c.,space nails
3*o.c.along panel edges.
45 ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.B360P-C 2011 APA-THE ENGINEERED WOOD ASSOCIATION-WWW.APAWOOD.ORG
Wall Construction
TABLE 20
APA RATED LAP SIDING APPLIED DIRECT-TO-STUDS OR OVER NONSTRUCTURAL SHEATHINGto)(b)(old)(0
- Minimum Nail(') - Minimum Wall Stud Maximum Wind Speed(mph)
Shank Diameter Penetration in Performance Spacing Lap Siding Wind Exposure Category
(in.) Framing(in.) Category(in.) (in.o.c.) Width(in.) B C D
6 140 120 110
3/8 16 8 140 120 110
12 120 100 90
6 140 120 110
0.113 1.5 7/16 16 8 140 120 110
12 120 100 90
6 140 120 110
7/16 24 8 120 100 90
12 90 NP NP
(a)Table is based on wind pressures acting toward and away from (d)Hot-dip galvanized nails are recommended for most siding applica-
building surfaces,at 30-ft height in wall Zone 5(corners)with tions,see Siding Fasteners section of page 48 for more information.
smallest effective area,per Section 6.4.2.2 of ASCE 7-05 and (e)Supported panel joints shall occur approximately along the center-
Section R301.2 of the 2009 IRC,Stud specific gravity=0.42. line of framing with a minimum bearing of 1/2".Fasteners shall
(b)Recommendations of siding manufacturer may vary. be located 3/8"from panel edges.Siding installed over two or
(c)APA Rated lop siding rated 16 oc and 24 oc shall be used with more spans.
a maximum stud spacing of Wo.c.and 24"o.c.,respectively. (f) See Table 5,page 14,for nail dimensions.
TABLE 2]A
MAMMUM STUD SPACING:APA RATED SIDING(PANEL)APPLIED DIRECT-TO-STUDS OR STRUCTURAL SHEATHING
Minimum Performance Maximum Stud Spacing(in.)for Vertical Rows of Nails
Category or
Siding Description Span Rating Parallel to Supports Perpendicular to Supports
APA MDO GENERAL 3/8 16 24
15/32 24 24
16 oc: 16 16M
APA Rated Siding 24 oc: 24 24
(a)Stud spacing may be 24'o.c.for veneer-faced siding panels.
TABLE 21B
APA RATED SIDING(PANEL)APPLIED TO STRUCTURAL SHEATHING(a)(b)(c)(d)(e)
Minimum Nail(l)(9) Panel Nail Spacing Maximum Wind Speed(mph)
Wall Stud Intermediate Wind Exposure Category
APA Rated Shank Diameter Spacing Edges(h) Supports
Panel Siding (in.) (in.-o.c.) (in.o.c.) (in.o.c.) B C D
3/8 Performance Category 16 6 12 110 90 85
APA MDO GENERAL 0.120 ring shank 6 125 105 90
APA Rated Siding 12 90 NP NP
16 oc:or 24 oc 24 6 6 110 90 85
(a)Table is based on wind pressures acting toward and away from (d)Hot-dip galvanized nails are recommended for most siding applica-
building surfaces,at 30-ft height in wall Zone 5(corners)with tions,see Siding Fasteners section on page 48 for more information.
smallest effective area,per Section 6.4.2.2 of ASCE 7-05 and (e)Maximum stud spacing shall be in accordance with Table 21A.
Section R301.2 of the 2009 IRC,Stud specific gravity=0.42. (f) Ring shank nail shall be used.
(b)Recommendations of siding manufacturer may vary. (g)See Table 5,page 14,for nail dimensions.
(c) For use as wood structural panel wall bracing,the minimum fas-
tener spacing of 6"o.c.at panel edges and 12"o.c.at intermediate (h)Supported panel joints shall occur approximately along the center-
supports shall be sufficient. line of framing with a minimum bearing of 1/2".Fasteners shall be
located 3/8"from panel edges.
46 ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.B360P-C 2011 APA-THE ENGINEERED WOOD ASSOCIATION-WWW.APAWOOD.ORG
Wall Construction
A single layer of wood structural panel siding,since it is strong and rack resistant,eliminates the cost of installing separate
structural sheathing or diagonal wall bracing.Panel sidings are normally installed vertically,but may also be placed hori-
zontally(long dimension across supports)if horizontal joints are blocked.Maximum stud spacings for both applications are
given in Tables 19,20 and 2 1.
When installing panel or lap siding over rigid foam insulation sheathing,drive the nails flush with the siding surface,
but avoid over-driving,which can result in dimpling of the siding due to the compressible nature of foam sheathing.
Sidings are occasionally treated with water repellents or wood preservatives to improve finishing characteristics or mois-
ture resistance for certain applications.If the siding has been treated,allowing the surface treatment to dry will avoid
solvent or chemical reaction with the foam sheathing.
When rigid foam insulation sheathing is used,building codes also generally require installation of 1/2-inch gypsum wallboard,
or other materials of the required thermal barrier rating,on the inside surface of the wall for fire protection.
See Figures 8 through 12 for panel and lap siding installation recommendations for the Sturd-I-Wall system or for siding
installed over nailable sheathing.See APA's Build A Better Home:Walls,Form A530,for additional recommended details to
avoid moisture penetration in walls.
All panel siding edges in Sturd-l-Wall construction should be backed with framing or blocking.Use nonstaining,non-
corrosive nails as described in Tables 19,20 and 21 to prevent staining the siding.
Where siding is to be applied at an angle,install only over wood structural panel sheathing.
Note:Gluing of siding to framing is not recommended due to the increased potential for panel buckling.
APA APA FIGURE 8
RATED SIDING RATED SIDING APA STURD-11-WALL(Vertical Pan*1 Installation)
LAP 3
303-30-SIMI 03-18-srw
160C GROUP I
160C GROUPI SMD FOR PACING
EXTERIOR EXTERIOR Building paper or code-
THICKNESS 0,451 IN. THICKNESS 0.578 IN, recognized weather-resistive
000— F", Boo—
F1 I-" barrier required behind siding
sz�lu No— Nu�"
1VQ CATEGC�y 11M CATEGORY
Panel siding meets code
APAAP7 requirements for wall bracing
RATED SIDING RATED SIDING
LAP 240C GROUP I
6oc �FOR PACING APA RATED SIDING panels.
ICEXTERIOR EXTERIOR
TH KNESS'.451 IN. THICKNESS 0 578 IN. All edges supported by framing
000— —000— or blocking.
ISCQ CATEGORY 11WCATEGORY
1/8'spacing is recommended
at all edge and end joints unless
otherwise indicated by panel manufacturer
6*minimum clearance,
siding to grade
47 ENGINEERED WOOD CONSTRUCTION GUIDE FORM NO.B360P-C 2011 APA-THE ENGINEERED WOOD ASSOCIATION WWWAPAW0OD.ORG
Wall Construction
For other fastener types,refer to Table 22.It provides the withdrawal resistance for a number of different fastener types
(smooth-,ring-and screw-shank nails;wood screws and vinyl siding nails).Together with the wind load tables in the
2006 and 2009 International Residential Codes,IRC Tables R301.2(2)and R301.2(3),the attachment schedules for any
combination of siding type,continuous wood structural panel sheathing,design wind speed and exposure can be
determined.See ARA Technical Topic:Wood Structural Panels Used as Nailable Sheathing,Form TT-109 for more information
including wind load tables and a sample calculation.
TABLE 22
FASTENER WITHDRAWAL LOADS FOR THE ATTACHMENT OF SIDING TO CONTINUOUS WOOD STRUCTURAL
PANEL WALL SHEATHINGM
Ring-Shank Nails(414 Withdrawal Loads(Ibf
Wall Sheathing Nail Diameter(in.) —
Performance 0.097
Category 0.091 0.094 0.099 0.113 0.120 0.128 0.135 0.148
3/8 31 32 33 38 41 43 46 50
7/16 36 37 38 45 48 51 53 59
15/32 and 1/2 39 40 41 48 51 54 57 63
19/32 and 5/8 49 51 52 61 64 69 73 80
23/32 and 3/4 59 61 63 74 78 83 88 96
Wood Screws1c)(d)Withdrawal Loads(lbf)
Wall Sheathing Screw Gauge/Diameter(in.)
Performance #6 #7 #8 #9 #10 #12 #14
Category 0.138 0.151 0.164 0.177 0.19 0.216 0.242
3/8 48 52 57 61 66 75 84
7/16 56 61 66 72 77 87 98
15/32 and 1/2 60 65 71 77 82 93 105
19/32 and 5/8 76 83 90 97 104 118 133
23/32 and 3/4 92 100 109 117 126 143 161
Vinyl Siding Nails(c)[OV)
Smooth-Shank and Screw-Shank Nails(,)(*)Withdrawal Loads(lbf) Withdrawal Loads
Wall Sheathing Nail Diameter(in.) Nail Diameter(in.)
Performance
Category 0.092 0.099 0.113 0.120 0.128 0.131 0.135 0.148 0.122 0.125
— 3/8 8 8 9 10 11 11 11 12 10 10
7/16 9 10 11 12 13 13 13 14 12 12
15/32 and 1/2 10 10 12 13 13 14 14 16 13 13
19/32 and 5/8 12 13 15 16 17 17 18 20 16 17
23/32 and 3/4 15 16 18 19 21 21 22 24 20 20
(a)Withdrawal capacities are based on the duration of load factor of 1.6 for wind applications.Adjustments for wat service and temperature are
normally not required for attachment to the wood structural panel noilable sheathing.
(b)For ring-shank nails,the withdrawal capacities(W)are based on specific gravities(G)of 0.70 in accordance with APA TT-039 and
W 1380 G1 I D C,I,where:W=Withdrawal capacity(1bf),G=Specific Gravity,D=Nail diameter(in.),
Co Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.).
(c) Fasteners shall be long enough to fully penetrate wood structural panel sheathing by at least 1/4 inch.
(d)For wood screws,the withdrawal capacities(W)are based on specific gravities(G)of 0.45 in accordance with APA TT-051 and
W 2850 GI D Ct,I,where:W=Withdrawal capacity(Ibf),G=Specific Gravity,D=Nail diameter(in.),
Cu Duration of load factor(1.6 for wind loads),and I=wood structural panel thickness(in.).
(e)For smooth-shank,screw-shank,and vinyl siding nails,the withdrawal capacities(W)are based on specific gravities(G)of 0.40 in
accordance with APA TT-039 and
W 1380 G2-5 D CD t,where:W=Withdrawal capacity(Ibf),G=Specific Gravity,D=Nail diameter(in.),
CD Duration of load factor(1.6 for wind loads),and I=wood structural panel thickness(in.).
(f) Vinyl siding nails shall have a head of at least 3/8 inch in diameter.
49 ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.B360P-9 2011 APA-THE ENGINEERED WOOD ASSOCIATION-WWWAPAWOOD.ORG
Wall Construction
FIGURE 10
APA STURD-I-WALIL(Horizontal Lop Siding Installation)(1)
Building paper or other code-recognized weather-resistive
barrier required
Leave 1/8"spacing and caulk vertical joints unless otherwise
recommended by siding manufacturer
ARA RATED SIDING(lap siding),maximum width 12'.
Minimum headlap 1".
6"minimum clearance,siding to grade
1-1/2"-wide starter strip,thickness to match lap siding
(a)For engineered shear wall segments or wall bracing requirements,use APA Rated Sheathing
for wall sheathing under lap siding(see Figure 12).Other methods permitted by model building
codes for braced wall segments may also be used.
FIGURE I I
APA RATED SIDING(PANEL SIDING) 0 VIER WOOD STRU CTURAL PANEL SHEATHING
Building paper or other code-recognized weather-resistive barrier required
ARA RATED SIDING panels applied over sheathing
6"minimum clearance,siding to grade
1/8"spacing is recommended at all edge and end joints
unless otherwise indicated by panel manufacturer
Panel siding or APA RATED SHEATHING meets code requirement for wall bracing
FIGURE 12
APA RATED SIDING(LAP SIDING)OVER WOOD STRUCTURAL PANEL SHEATHING
ARA RATED SHEATHING meets code requirement for wall bracing
Building paper or other code-recognized weather-resistive barrier required
APA RATED SIDING(lap siding),maximum width 12".Minimum headlap V.
Siding joints,if staggered may occur away from studs with noilable sheathing
6"minimum clearance,siding to grade V
Leave 1/8"spacing and caulk vertical joints,unless otherwise
recommended by siding manufacturer
1-1/2"-wide starter strip,thickness to match lap siding
50 ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.B360P-9)2011 APA-THE ENGINEERED WOOD ASSOCIATION WWWAPAWOOD.ORG
Wall Construction
TABLE 23
APA RATED LAP SIDING APPLIED DIRECT-TO-STUDS OR OVER STRUCTURAL SHEATHINGIII(b)(4
Minimum Maximum Wind Speed(mph)
Minimum Nail Performance
Shank Diameter(d) Category Fastener Spacing Lap Siding Width Wind Exposure Category
(in.) Lap Siding (in.)(el (in.) B C D
6 130 110 100
0.113 3/8 6 8 110 90 85
12 85 NP NP
(a)Table is based on wind pressures acting toward and away from (c) Hot-dip galvanized nails are recommended for most siding applica-
building surfaces,at 30-ft height in wall Zone 5(corners)with tions,see Siding Fasteners section on page 48 for more information.
smallest effective area,per Section 6.4.2.2 of ASCE 7-05 and (d)See Table 5,page 14,for nail dimensions.
Section R301.2 of the 2009 IRC,Stud specific gravity 0.42. (e)Fastener spacing at top edge of lop siding.
(b)Recommendations of siding manufacturer may vary.
TABLE 24
APA RATED SHEATHING APPLIED DIRECT-TO-STUDSM(b)
Minimum Panel Nail Spacing Maximum Wind Speed(mph)
Minimum Nail(,) Wood Minimum
Shank Minimum Structural Panel Wind Exposure Category
Diameter Penetration Panel Span Performance Wall Stud Edges Field
(in.) (in.) Rating Category Spacing(in.) (in.o.c.) (in.o.c.) 6 C D
24/0,
Wall-16 and 3/8 16 6 12 110 90 85
0.113 1.5 wo-1-1-24
24/16, 7/16 16 6 12 110 100 90
Wall-24 6 150 125 110
12 130 110 105
0.131 1.75 24/16 7/16 16 6 6 150 125 110
W.111-2�
24 or less 6 12 110 90 85
(a)Panel strength axis parallel or perpendicular to supports.Three-ply (c) See Table 5,page 14,for nail dimensions.
plywood sheathing with studs spaced more than 16"on center shall
be applied with panel strength axis perpendicular to supports.
(b)Table is based on wind pressures acting toward and away from
building surfaces,at 30-ft height in wall Zone 5(corners)with
smallest effective area,per Section 6.4.2.2 of ASCE 7-05 and
Section R301.2 of the 2009 IRC,Stud specific gravity 0.42.
51 ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.B360P C 2011 APA-THE ENGINEERED WOOD ASSOCIATION-WWW.APAWOOD.ORG
APA Panel Wall Sheathing
APA RATED SHEATHING meets building code wall sheathing require- APA APA APA
ments for wind pressures and wall bracing. Even when foam or Other RATED SHEATHING RATED SHEATHING RATED SHEATHING
nonstructural sheathing is used,APA RATED SHEATHING corner brac- 24/0 24/16 STRUCTURAL[
SUEDID AC.G SUEDIFIREPACNO 32/16
ing panels (Figure 14) of the same thickness meet code wall bracing EXPOSURE1 EXPOSURE1 SUED FOR SPACING
THICKNESS 0.354 IN, THICKNESS 0.418 IN. EXPOSURE1
000— —000— THICKNESS 0.451 IN
requirements.Installation recommendations are given in Figure 13 and —74 SHEATHWG PlSHEATHING —000
'R""HUD-UM40 PF-6 Hui,UM7" PS-GO PRP;'Ch
Table 24. a CATEGORY 7M6CATEGWY 1E—ATECOR
Recommended wall sheath-
ing spans with brick veneer or FIGURE 13
masonry are the same as those APA PANEL WALL SHEATHING
for panel sheathing(see Table
1/8'spacing is Building paper
24). See Figure 15 for instalia- recom ended or other code-
m
tion recommendations. at all edge and recognized
end joints unless weather- 11
Panel recommendations for otherwise indicated resistive 1,
by panel barrier
preframed wall sections are the manufacturer
same as for built-in-place walls. APA RATED
SHEATHING
Note: To minimize the potential APA RATED applied with
for panel buckling, gluing of wall SHEATHING strength axis
sheathing to framing is not recom- applied with parallel to
mended,except when recommended strength axis studs
by the adhesive manufacturer for across studs(,)
wall sheathing that already has been
permanently Protected by siding. Siding
Filler strip
if required
(a)Check local building
codes for blocking requirement
between studs for braced or engineered 6"minimum
shear wall segments,when wall sheathing clearance,
is installed horizontally across studs. siding to grade
FIGURE 14 FIGURE 15
APA PANEL CORNER BRACING BRICK VENEER OVER APA PANEL SHEATHING
Supports 16" Building paper or other
or 24"o.c. code-recognized weather-
resistive barrier
Any wall 1 air space required
sheathing Brick veneer
or masonry
Min.3/8
Performance
Category
APA RATED
SHEATHING
"Weep holes"
nailed to studs
with 6d common in bottom
course
nails spaced APA RATED
6"o.c.along panel every 24" SHEATHING
edges and 12"o.c.
at intermediate Extend flashing up behind
supports* weather-resistive barrier at least 6"
*See Table 5 for
noil dimensions
Hold panel edge 1/2"
above base flashing
For additional information on wall bracing,
see Introduction to Wall Bracing,Form F430.
52 ENGINEERED WOOD CONSTRUCTION GUIDE-FORM NO.B360P Q 2011 APA-THE ENGINEERED WOOD ASSOCIATION-WWWAPAWOOD.ORG